HomeMy WebLinkAboutZ-6488-B Map 4SnELMEO
GROUND
100
EX. CONTOUR LINE
- - PL- -
PROPERTY LINE
_s_
EX. SEWER LINE
G
EX. GAS LINE
E
EX. OVERHEAD ELECTRIC
W
EX. WATER LINE
aEX.
TREE
100
PR. CONTOUR
W
PR. WATER
S
PR. SEWER
G
PR. GAS
ST
PR. STORM PIPE
®
PR. WATERLINE BLOCKING
PR. CONCRETE
TS
TOP OF SIDEWALK
TP
TOP OF PAVEMENT
TO
TOP OF CURB
TG
TOP OF GROUND
TW
TOP OF WALL
RCAP
REINFORCED ARCH CONCRETE PIPE
CPP
CORRUGATED PLASTIC PIPE
FL
FLOW LINE
C.O.T.G.
CLEAN OUT TO GRADE
EX
EXISTING
PR
PROPOSED
TIE IN TO EX
10'
Of
1.0'F)
CURB & GUTTER
PARKING LCT-�
`-DRAINAGE SWALE //
Do -D
EARTHWORK BENCHING DETAIL (SECTION A) %
NOT TO SCALE
MATCH TOP OF CURB
4" PVC THROAT
SUPPORTS 24" O.C.
5'-4" STANDARD THROAT OPENING
10'-8" EXTENDED THROAT OPENING
ALONG GUTTER
PAVEMENT
24"X24" ROCK SUMP
FOR SUBGRADE DRAIN
h Z
O
SZA
b
B" 4'-0' B'
STORM DRAINAGE CURB INLET (C.I.) DETAIL
li I
\ \\\ \ \\\ EX. TC=420.75
\ \\ �\ TOP WALL --423.00.00
CONCRETE HEADWALL
� \ TOE WALL --419.00
(4/C1.2) FL=397.00
/ 1,\ C7
8" SDR -26 PVC
@ 44% SLOPE ?'I
�CPI
l / 1 TOP WALL=416.00 /
l \ \ TOE WALL=412.00
G
l 30" CPP @ 1.0"./o SLOPE
1
C?/ l c
1;l ' y� > llllllll�
TOP WALL -425.50
TOE WALL=421.50
c
TOP WALL=418.50
1 TOE WALL=414.50
,r
T SEG. BLOCK
RET/AINING WALL
3:1
/
C.I. (3/C
/ TFl423.85
FL.85
=418.82
/ �/ /
/ TOP WALL -423.00
/
cel /TOEWALL=419,00 I
TOP WALL=416.00 '
TOE WALL=412.00
�� I�
REINFORCE CONCRETE VATN #5 BARS AT 6
O.C. EACH WAY
24" MANHOLE RING COVER J / �
ADD. #5 REBAR _
AROUND RING
4° SUBGRADE
DRAIN -
- SEE SITE PLAN FOR PIPING CONFIGURATION
r
SLOPE BOTTOM OF BASIN AT )�" PER FOOT
TO DRAIN
NOT TO SCALE
TVVV !JI VVI\V,\LEL
CONCRETE HEADWALL DETAIL
NOT TO SCALE
TC=EX. TC=425.00
z
TC=427.50
BEREM
/0"M INS
085
1,�€:� 1
ma
ME
TC=TS=427.00 ° \ TC=428.37
C.I. (3/C1.2) T o
311 TOP=423.85
/
FL�� - 427 TC=429.00 /
/ ,l 0.8%
15" CPP @ 3.5% SLOPE 4' SEG. BLOCK
1
\ \ TC=430.001
RETAINING WAL
TS=427.95
/ \ \ y TOP 1171 .00 /
TOE -441.00'
TIE IN 3" CONDENSATE \1
TO CURB INLET1'C I I I TTOP 440.00 /
\ \ 1 \ \ \ \ 4;7.1\
\\�/j/ji
\ TC=TS=427.85\ 10 SDR 26 PVC \ I TOE=430.00
@MIN. 1.0% SLOPE \
C.O.T.G.6/Cl /
\\ 4 a TS=427.851 TS -U 7.95
I
\ A 1 I Ij I L I I 1 1 l
TS=TP--427.40
�, �,, � ►� 0 1 VIII I i,��� AI I � ��
8X10" RED. l
TC=427.60 � I -. I
21
-~ TS=427.85 I 1 1 1 1 1 ' I S.Oi ( I I I I I I A Ill l
TC=426.70 _ s I I PROPOSED BUILDING
FFE=428.00 1 1 1 1 I - TC=429 00
TC=TS=427.60 i I 1 1 1 1 1 1 1
TS 1427.95 I I I 1 1 1 1 1 TC=TS=427.80
1,
DOWNSPOUT CON. j I S=427.55 I
TYP. (5/C1.2)
08,
I
g" SDR -26 PVC - TYP
114IN. 1.0% SLOPE @ MIN. 1.0% SLOP j I
I
TC=TS=427.85 '% I
TS=427.95 � I �I I .) I /
/ TIE IN 3" CONDENSATE I
TO ROOF DRAIN i
TS=427.80 /
L C.O.T.G. 6/C1.2) /
�H�
BUILDING � DOWNSPOUT
CAP
ktz-4
PLAN VIEW
BUILDING
5"x 5" DOWNSPOUT
BY GENERAL
CONTRACTOR.
VERIFY SIZE.
LOOSE FIT 8" SCH. 40 PVC
CAP
(CUT HOLE AND EXTEND
DOWNSPOUT THRU CAP.)
GRADE OR
CONCRETE.
VERIFY.
B" SDR -26 PVC 4D
MIN.
1.0% SLOPE
8X6 REDUCER 45' ELL
DOWNSPOUT (D.S.) CONNECTION DETAIL
NOT TO SCALE
REFER TO THE
GRADING
PLAN FOR COLLECTOR
UNE SIZE AND
MATERIAL-
DOWNSPOUT
ATERIAL
mmto��mmm 2:21
fP
�-
/' ••111
SITE •
GRADING • STORM , • 1 N ■ 1 / 1 1 1
Irr
1
1 1
CAST IRON
CLEANOUT WITH
THREADED
ADJUSTABLE
HOUSING.
FINISH GRADE
6' THICK x 18" SQUARE CONCRETE
PAD - CROWN TO SHED WATER.
PJC EXTENSION - SIZED
SAME AS SEWER UP TO 6" DIAMETER.
PJC LONG SWEEP 1/4 BEND
OR PJC COMBINATION Y
AND 1/8 BEND. (USE REDUCING WHERE
REQUIRED.)
SEWER MATERIAL AND SIZE AS SHOWN
ON PLANS.
CLEANOUT TO GRADE (C.O.T.G.) DETAIL
NOT TO SCALE
PAVING LEGEND:
GROUND
2° ACHM SURFACE COURSE
LIGHT )UTY FLEXIBLE PAVEMENT
- __-
AHID SPECS
REMOVE APPROX. 4' OF
7" CLASS 7 CRUSHED STONE 848E
LOOSE OVERBURDEN
TO START BENCH
til
COURSE
=
B" COMPACTED SELECT FILL OR
PROOF -ROLLED APPROVED NATIVE
EX. GROUND
MATERIAL
0.5'
UGH` DUTY RIGID PAVEMENT
3,500 PSI 9 28 DAYS
1.0'F
o
__
10'
Of
1.0'F)
CURB & GUTTER
PARKING LCT-�
`-DRAINAGE SWALE //
Do -D
EARTHWORK BENCHING DETAIL (SECTION A) %
NOT TO SCALE
MATCH TOP OF CURB
4" PVC THROAT
SUPPORTS 24" O.C.
5'-4" STANDARD THROAT OPENING
10'-8" EXTENDED THROAT OPENING
ALONG GUTTER
PAVEMENT
24"X24" ROCK SUMP
FOR SUBGRADE DRAIN
h Z
O
SZA
b
B" 4'-0' B'
STORM DRAINAGE CURB INLET (C.I.) DETAIL
li I
\ \\\ \ \\\ EX. TC=420.75
\ \\ �\ TOP WALL --423.00.00
CONCRETE HEADWALL
� \ TOE WALL --419.00
(4/C1.2) FL=397.00
/ 1,\ C7
8" SDR -26 PVC
@ 44% SLOPE ?'I
�CPI
l / 1 TOP WALL=416.00 /
l \ \ TOE WALL=412.00
G
l 30" CPP @ 1.0"./o SLOPE
1
C?/ l c
1;l ' y� > llllllll�
TOP WALL -425.50
TOE WALL=421.50
c
TOP WALL=418.50
1 TOE WALL=414.50
,r
T SEG. BLOCK
RET/AINING WALL
3:1
/
C.I. (3/C
/ TFl423.85
FL.85
=418.82
/ �/ /
/ TOP WALL -423.00
/
cel /TOEWALL=419,00 I
TOP WALL=416.00 '
TOE WALL=412.00
�� I�
REINFORCE CONCRETE VATN #5 BARS AT 6
O.C. EACH WAY
24" MANHOLE RING COVER J / �
ADD. #5 REBAR _
AROUND RING
4° SUBGRADE
DRAIN -
- SEE SITE PLAN FOR PIPING CONFIGURATION
r
SLOPE BOTTOM OF BASIN AT )�" PER FOOT
TO DRAIN
NOT TO SCALE
TVVV !JI VVI\V,\LEL
CONCRETE HEADWALL DETAIL
NOT TO SCALE
TC=EX. TC=425.00
z
TC=427.50
BEREM
/0"M INS
085
1,�€:� 1
ma
ME
TC=TS=427.00 ° \ TC=428.37
C.I. (3/C1.2) T o
311 TOP=423.85
/
FL�� - 427 TC=429.00 /
/ ,l 0.8%
15" CPP @ 3.5% SLOPE 4' SEG. BLOCK
1
\ \ TC=430.001
RETAINING WAL
TS=427.95
/ \ \ y TOP 1171 .00 /
TOE -441.00'
TIE IN 3" CONDENSATE \1
TO CURB INLET1'C I I I TTOP 440.00 /
\ \ 1 \ \ \ \ 4;7.1\
\\�/j/ji
\ TC=TS=427.85\ 10 SDR 26 PVC \ I TOE=430.00
@MIN. 1.0% SLOPE \
C.O.T.G.6/Cl /
\\ 4 a TS=427.851 TS -U 7.95
I
\ A 1 I Ij I L I I 1 1 l
TS=TP--427.40
�, �,, � ►� 0 1 VIII I i,��� AI I � ��
8X10" RED. l
TC=427.60 � I -. I
21
-~ TS=427.85 I 1 1 1 1 1 ' I S.Oi ( I I I I I I A Ill l
TC=426.70 _ s I I PROPOSED BUILDING
FFE=428.00 1 1 1 1 I - TC=429 00
TC=TS=427.60 i I 1 1 1 1 1 1 1
TS 1427.95 I I I 1 1 1 1 1 TC=TS=427.80
1,
DOWNSPOUT CON. j I S=427.55 I
TYP. (5/C1.2)
08,
I
g" SDR -26 PVC - TYP
114IN. 1.0% SLOPE @ MIN. 1.0% SLOP j I
I
TC=TS=427.85 '% I
TS=427.95 � I �I I .) I /
/ TIE IN 3" CONDENSATE I
TO ROOF DRAIN i
TS=427.80 /
L C.O.T.G. 6/C1.2) /
�H�
BUILDING � DOWNSPOUT
CAP
ktz-4
PLAN VIEW
BUILDING
5"x 5" DOWNSPOUT
BY GENERAL
CONTRACTOR.
VERIFY SIZE.
LOOSE FIT 8" SCH. 40 PVC
CAP
(CUT HOLE AND EXTEND
DOWNSPOUT THRU CAP.)
GRADE OR
CONCRETE.
VERIFY.
B" SDR -26 PVC 4D
MIN.
1.0% SLOPE
8X6 REDUCER 45' ELL
DOWNSPOUT (D.S.) CONNECTION DETAIL
NOT TO SCALE
REFER TO THE
GRADING
PLAN FOR COLLECTOR
UNE SIZE AND
MATERIAL-
DOWNSPOUT
ATERIAL
mmto��mmm 2:21
fP
�-
/' ••111
SITE •
GRADING • STORM , • 1 N ■ 1 / 1 1 1
Irr
1
1 1
CAST IRON
CLEANOUT WITH
THREADED
ADJUSTABLE
HOUSING.
FINISH GRADE
6' THICK x 18" SQUARE CONCRETE
PAD - CROWN TO SHED WATER.
PJC EXTENSION - SIZED
SAME AS SEWER UP TO 6" DIAMETER.
PJC LONG SWEEP 1/4 BEND
OR PJC COMBINATION Y
AND 1/8 BEND. (USE REDUCING WHERE
REQUIRED.)
SEWER MATERIAL AND SIZE AS SHOWN
ON PLANS.
CLEANOUT TO GRADE (C.O.T.G.) DETAIL
NOT TO SCALE
PAVING LEGEND:
1 1 1 1111.
I �j
l
ll-
11
I /TOE=441.00
TOP=451.00
TOP=440.00
0Ev-40
ri iD� l l lJi��
GENERAL SITE GRADING NOTED
L ALL BIDDERS SHALL FIELD VERIFY EXIST STE CONDITIONS SO AS TO BE FAMIUAR NTH PROJECT PRIOR TO
BIDDING WORK INCLUDED IN THIS CONTRACT. ANY DISCREPANCIES SHALL BE ADDRESSED PRIOR TO BIDDING.
2. CONTRACTOR TO VERIFY AND MARK ALL EXISTING UTIUTIES PRIOR BEFORE ANY DEMOLITION OR NEW
CONSTRUCTION WORK COMMENCES
3. ALL WORK SHALL CONFORM TO LOCAL & STATE CODES; ELECTRICAL & PLUMBING UNES SHALL
BE INSTALLED BY PROFESSIONALS LICENSED BY THE STATE OF ARKANSAS. 1
4. FIELD VERIFY EXACT LOCATION OF ALL EHSTING TREES; EXIST TREES NOT IN CONSTRUCTION AREA TO BE i
PROTECTED WITH 2x WOOD PLANKS CONT IN UNE WITH DRIP EDGE OF TREE, SECURED TOGETHER &
FLAGGED W/ORANGE TAPE; HEAVY EQUIPMENT TO WORK AS FAR AS POSSIBLE FROM EXIST TREES TO
PREVENT DAMAGE TO FEEDER ROOTS; CONTRACTOR WILL BE REQUIRED TO COMPENSATE OWNER FOR ANY
EXISTING TREES WHICH ARE DAMAGED OR DIE DUE TO CONSTRUCTION WORK.
5. THE GENERAL CONTRACTOR SHALL HAVE THE GEOTECHNICAL ENGINEER EMPLOYED TO OBSERVE SITE
WORK MEET WITH THE GEOTECHNICAL ENGINEER THAT PROVIDED THE SOIL'S REPORT. THIS MEETING
SHOULD OCCUR AT OR BEFORE THE PRE-CONSTRUC11ON MEETING TO INSURE THE AMOUNT OF UNDERCUT
THAT MAY BE REWIRED FOR THE PROJECT. RECOMMENDATIONS BY GEO-TECHNICAL ENGINEER SHALL
NOT BE IMPLEMENTED INTO WORK WITHOUT AUTHORIZATION FROM OWNER & ARCHITECT. NOTIFY
ARCHITECT IMMEDIATELY IF UNEXPECTED SUBSURFACE CONDITIONS ARE ENCOUNTERED. THE CONTRACTOR
WALL REFERENCE THE GEOTECHNICAL REPORT FOR A MORE DETAILED DESCRIPTION OF EARTHWORK AND
COMPACTION REQUIREMENTS.
6. SEQUENCE OF DIRTWORK ACTIVITIES (REFERENCE GEOTECH REPORT):
1)THE SITE WALL BE CLEARED OF ALL TREES AND HARD SCAPE NECESSARY FOR SITE CONSTRUCTION,
GRUBBED FOR ANY SUBSURFACE ORGANIC MATERIAL AND UTILITIES REMOVED FROM BENEATH
STRUCTURAL ELEMENTS.
2)THE TOP 6-10° OF SOIL NULL BE STRPPED UNDER ALL STRUCTURAL ELEMENTS (BUILDINGS, PARKING &
DRIVE AREAS)
3)PROOF ROLL THE SITE TO IDENTIFY ANY AREAS REQUIRING UNDERCUT, REMOVE AND REPLACE WITH
COMPACTED SELECT FILL AS DIRECTED.
4)PROVIDE A MINIMUM OF 8° OF RECOMPACTED SUBGRADE FOR ALL PAVEMENT AREAS AND FLOOR
SLABS. EXTEND SUBGRADE 8' BEYOND BUILDING WALLS AND 3' BEYOND CURB AND EDGE OF PAVEMENT.
5)SELECT FILL WILL BE PLACED IN LOOSE 8° UFTS AND COMPACTED TO 95% MODIFIED PROCTOR WATHIN
2% OPTIMUM MOISTURE CONTENT. SEE GEOTECH REPORT FOR SELECT FILL REQUIREMENTS (SOME A
ON-SITE SOILS MAY BE SUITABLE, SELECT FILL MUST BE APPROVED BY THE GEOTECH PRIOR TO &
PLACEMENT.
7. ALL HANDICAP PARKING AND ACCESSIBLE ROUTES SHALL MEET ADA REQUIREMENTS. MAXIMUM CROSS -
SLOPE ON ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 2.0% AND THE MAXIMUM RUNNING -SLOPE ON
ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 5.0% WITHOUT HANDRAILS AND LANDING AREAS, 8.3% WTH
HANDRAILS AND LANDING AREAS. HANDICAPPED PARKING AREAS SHALL NOT SLOPE
MORE THAN 2.0% IN ANY DIRECTION. EACH HANDICAP PARKING SPOT SHALL HAVE A SIGN. THE
CONTRACTOR WILL REFER TO THE 'CODE OF FEDERAL REGULATIONS" 28 CFR PART 36 °AUA STANDARDS
FOR ACCESSIBLE DESIGN' FOR A MORE DETAILED DESCRIPTION OF STANDARDS
& THE CONTRACTOR WILL VERIFY THE LOCARON AND ELEVATION OF ALL ROOF, CONDENSATE AND
FOUNDATION DRAIN CONNECTIONS KITH THE PLUMBING AND FOUNDATION SHEETS PRIOR TO INSTILLATION.
�Uw
JAZ
U�
�w
Q
S1 N I OF
AS
it W Vr 1`
No. 12742 p ILII
=oSW MINI III
1-2-�aa f` 1
O FI RAup ''%,
MINTON -'1=
z ENGINEERING, INC. p
j NO. 1564 _;
ENO\����•`
DATE: 1-24-2017
PROJECT NO: 16023
DRAWN BY: JM
REVISION:
4 0F 50
2° ACHM SURFACE COURSE
LIGHT )UTY FLEXIBLE PAVEMENT
- __-
AHID SPECS
-
7" CLASS 7 CRUSHED STONE 848E
COURSE
=
B" COMPACTED SELECT FILL OR
PROOF -ROLLED APPROVED NATIVE
MATERIAL
6" PORTLAND CEMENT CONCRETE PAVING
UGH` DUTY RIGID PAVEMENT
3,500 PSI 9 28 DAYS
(DUMPSTER PAD)
- ,
__
4° CLASS 7 CRUSHED STONE BASE
•. $
COURSE
..a ° •:. a "' `
/
/
ED SELECT FILL OR
PROOF -ROLLED
PROOF -ROLLED APPROVED NATIVE
.C�\�
MATERIAL
NOTE: PAVEMENT SECNONS WERE TAKEN FROM THE SOILS REPORT BY GARNER ENGINEERS. REFER TO THIS REPORT FOR A
MORE DETAILED DESCRIPTION OF SELECT MATERIAL AND COMPACTION REQUIREMENTS.
1 1 1 1111.
I �j
l
ll-
11
I /TOE=441.00
TOP=451.00
TOP=440.00
0Ev-40
ri iD� l l lJi��
GENERAL SITE GRADING NOTED
L ALL BIDDERS SHALL FIELD VERIFY EXIST STE CONDITIONS SO AS TO BE FAMIUAR NTH PROJECT PRIOR TO
BIDDING WORK INCLUDED IN THIS CONTRACT. ANY DISCREPANCIES SHALL BE ADDRESSED PRIOR TO BIDDING.
2. CONTRACTOR TO VERIFY AND MARK ALL EXISTING UTIUTIES PRIOR BEFORE ANY DEMOLITION OR NEW
CONSTRUCTION WORK COMMENCES
3. ALL WORK SHALL CONFORM TO LOCAL & STATE CODES; ELECTRICAL & PLUMBING UNES SHALL
BE INSTALLED BY PROFESSIONALS LICENSED BY THE STATE OF ARKANSAS. 1
4. FIELD VERIFY EXACT LOCATION OF ALL EHSTING TREES; EXIST TREES NOT IN CONSTRUCTION AREA TO BE i
PROTECTED WITH 2x WOOD PLANKS CONT IN UNE WITH DRIP EDGE OF TREE, SECURED TOGETHER &
FLAGGED W/ORANGE TAPE; HEAVY EQUIPMENT TO WORK AS FAR AS POSSIBLE FROM EXIST TREES TO
PREVENT DAMAGE TO FEEDER ROOTS; CONTRACTOR WILL BE REQUIRED TO COMPENSATE OWNER FOR ANY
EXISTING TREES WHICH ARE DAMAGED OR DIE DUE TO CONSTRUCTION WORK.
5. THE GENERAL CONTRACTOR SHALL HAVE THE GEOTECHNICAL ENGINEER EMPLOYED TO OBSERVE SITE
WORK MEET WITH THE GEOTECHNICAL ENGINEER THAT PROVIDED THE SOIL'S REPORT. THIS MEETING
SHOULD OCCUR AT OR BEFORE THE PRE-CONSTRUC11ON MEETING TO INSURE THE AMOUNT OF UNDERCUT
THAT MAY BE REWIRED FOR THE PROJECT. RECOMMENDATIONS BY GEO-TECHNICAL ENGINEER SHALL
NOT BE IMPLEMENTED INTO WORK WITHOUT AUTHORIZATION FROM OWNER & ARCHITECT. NOTIFY
ARCHITECT IMMEDIATELY IF UNEXPECTED SUBSURFACE CONDITIONS ARE ENCOUNTERED. THE CONTRACTOR
WALL REFERENCE THE GEOTECHNICAL REPORT FOR A MORE DETAILED DESCRIPTION OF EARTHWORK AND
COMPACTION REQUIREMENTS.
6. SEQUENCE OF DIRTWORK ACTIVITIES (REFERENCE GEOTECH REPORT):
1)THE SITE WALL BE CLEARED OF ALL TREES AND HARD SCAPE NECESSARY FOR SITE CONSTRUCTION,
GRUBBED FOR ANY SUBSURFACE ORGANIC MATERIAL AND UTILITIES REMOVED FROM BENEATH
STRUCTURAL ELEMENTS.
2)THE TOP 6-10° OF SOIL NULL BE STRPPED UNDER ALL STRUCTURAL ELEMENTS (BUILDINGS, PARKING &
DRIVE AREAS)
3)PROOF ROLL THE SITE TO IDENTIFY ANY AREAS REQUIRING UNDERCUT, REMOVE AND REPLACE WITH
COMPACTED SELECT FILL AS DIRECTED.
4)PROVIDE A MINIMUM OF 8° OF RECOMPACTED SUBGRADE FOR ALL PAVEMENT AREAS AND FLOOR
SLABS. EXTEND SUBGRADE 8' BEYOND BUILDING WALLS AND 3' BEYOND CURB AND EDGE OF PAVEMENT.
5)SELECT FILL WILL BE PLACED IN LOOSE 8° UFTS AND COMPACTED TO 95% MODIFIED PROCTOR WATHIN
2% OPTIMUM MOISTURE CONTENT. SEE GEOTECH REPORT FOR SELECT FILL REQUIREMENTS (SOME A
ON-SITE SOILS MAY BE SUITABLE, SELECT FILL MUST BE APPROVED BY THE GEOTECH PRIOR TO &
PLACEMENT.
7. ALL HANDICAP PARKING AND ACCESSIBLE ROUTES SHALL MEET ADA REQUIREMENTS. MAXIMUM CROSS -
SLOPE ON ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 2.0% AND THE MAXIMUM RUNNING -SLOPE ON
ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 5.0% WITHOUT HANDRAILS AND LANDING AREAS, 8.3% WTH
HANDRAILS AND LANDING AREAS. HANDICAPPED PARKING AREAS SHALL NOT SLOPE
MORE THAN 2.0% IN ANY DIRECTION. EACH HANDICAP PARKING SPOT SHALL HAVE A SIGN. THE
CONTRACTOR WILL REFER TO THE 'CODE OF FEDERAL REGULATIONS" 28 CFR PART 36 °AUA STANDARDS
FOR ACCESSIBLE DESIGN' FOR A MORE DETAILED DESCRIPTION OF STANDARDS
& THE CONTRACTOR WILL VERIFY THE LOCARON AND ELEVATION OF ALL ROOF, CONDENSATE AND
FOUNDATION DRAIN CONNECTIONS KITH THE PLUMBING AND FOUNDATION SHEETS PRIOR TO INSTILLATION.
�Uw
JAZ
U�
�w
Q
S1 N I OF
AS
it W Vr 1`
No. 12742 p ILII
=oSW MINI III
1-2-�aa f` 1
O FI RAup ''%,
MINTON -'1=
z ENGINEERING, INC. p
j NO. 1564 _;
ENO\����•`
DATE: 1-24-2017
PROJECT NO: 16023
DRAWN BY: JM
REVISION:
4 0F 50